• Title/Summary/Keyword: Lateral-type

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Metastatic Papillary Thyroid Carcinoma Masquerading as Type II Branchial Cleft Cyst : A Case Report (제2형 새열 낭종으로 오인된 전이성 갑상선 유두상 암종 1예)

  • Kim, Seung-Woo;Kim, Jung-Min;Kim, Choon-Dong
    • Korean Journal of Head & Neck Oncology
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    • v.28 no.1
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    • pp.34-36
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    • 2012
  • In case of lateral cervical cystic lesions, the differential diagnoses include branchial cleft cyst(BCC), teratoma, dermoid, hemangioma and lymphangioma etc. But sometimes metastatic cystic lymph nodes may exist in lateral neck. In such circumstance, the primary lesions are known to stem from oropharynx, nasopharynx, salivary and thyroid gland etc. A-66-year-old-male came to our clinic, due to the lateral cervical mass for 5 years. We performed the neck CT, sonography and sono-guided FNAC. He was initially diagnosed with the benign cyst such as BCC. We performed the excisional biopsy on left level II, but the pathologic report was revealed as metastatic papillary thyroid carcinoma(PTC). And then he received the total thyroidectomy with neck dissection. The final diagnosis was cystic metastasis from PTC. We learn a valuable lesson form this case in the following. Even if the simple cervical cyst is presumed with radiology and clinical pattern, more careful considerations on the basis of history and radiologic findings are mandatory.

Field Measurements of Compaction-Induced Lateral Earth Pressure on a Reversed-T Type Retaining Wall (역 T형 옹벽에 뒤채움다짐으로 유발된 횡토압의 현장계측)

  • Jeong, Seong-Gyo;Lee, Man-Ryeol;Jeong, Jin-Gyo
    • Geotechnical Engineering
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    • v.11 no.2
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    • pp.5-18
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    • 1995
  • A Compaction-induced lateral earth pressure was measured for a reversed-T type retaining wall of 4m high for three months. As a result of in-situ measurements, the lateral earth pressure fluctuated sharply with time after backfill, which was closely dependent upon the displacement of the retaining wall. The measured results showed big discrepancy with theoretical predictions made by existing theories, which are applicable to rigid wall. However, the in -situ data twas compared relatively well with those obtained by the finite element method. Analysis showed that the discrepancy may be caused by the displacement of the retaining wall during the compaction of the backfill.

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A RADIOGRAPHIC STUDY OF FUSED AND GERMINATED TOOTH (유합치와 쌍생치에 관한 방사선학적 연구)

  • Park Chull Jea;Lee Sang Rae
    • Journal of Korean Academy of Oral and Maxillofacial Radiology
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    • v.20 no.1
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    • pp.79-89
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    • 1990
  • The incidence and several characteristic features of fused and geminated teeth were studied radiographically, with full mouth periapical radiogram and pantomogram, in 4201 patients of mixed dentition and 5358 patients of permanent dentition. The obtained results were as follows: 1. The prevalence was revealed to 2.86%, 0.32%, 0.33%, and 0.06% in deciduous fused tooth, permanent fused tooth, deciduous geminated tooth and permanent geminated tooth respectively, and these anomalies were occured in female more than male. 2. Fused teeth were observed predominantly in lower anterior teeth area, especially in lateral incisor and canine region, and many cases of deciduous geminated tooth were observed in upper central incisor region. 3. Congenital missing rates of succedaneous tooth in deciduous fused teeth were 57.1 %, 85.7%, 71.0%, 69.0% in upper right and left central-lateral incisor regions, lower right and left lateral incisor-canine regions, respectively. 4. Prevalence of dental caries was 42.3%, 18.8% and 5.6% in deciduous fused, deciduous geminated and permanent fused tooth, respectively. 5. In classifying of fused and geminated teeth into 9 types, by following appearance such as number of crown, root, pulp chamber and pulp canal of those teeth, it was more favorable that Type Ⅰ(2 crown, 2 root, 2 pulp chamber, 2 pulp canal) in deciduous fused tooth and Type Ⅸ (I crown, 1 root, 1 pulp chamber, 1 pulp canal) in permanent fused tooth, deciduous and permanent geminated tooth.

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A Study on Hybrid Wall System on Connection Type of Coupling Beam (커플링 보의 접합방식에 따른 복합 벽체 시스템에 관한 연구)

  • Yun, Hyun-Do;Park, Wan-Shin;Han, Byung-Chan;Yun, Yeo-Jin
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.7 no.4
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    • pp.201-208
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    • 2003
  • The Hybrid Wall System(HWS) building composed of center core reinforced concrete walls and exterior steel frame has open space around the center core walls. It is necessary to develop design methodologies for the HWS building that the coupled shear walls withstand the most of lateral load and expect the most energy dissipation at the coupling beams and at wall foots. Major factors considered in this paper are connection type of coupling beams and scale of story. The studies of the system are investigated in terms of shear force, overturning moment, maximum lateral displacement, story drift ratio, and dynamical characteristics under the action of vertical and lateral forces such as wind and seismic loads.

Classification of Sole Types for Female High School Students by 2D scan data (2D 데이터에 의한 여고생의 발바닥 유형 분석)

  • Lee, Jeong-Eun;Do, Wol-Hee
    • Fashion & Textile Research Journal
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    • v.15 no.6
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    • pp.977-984
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    • 2013
  • This study classified the type of sole for female high school students and analyzed the characteristics of each type by the shape of the sole (plantar view) using 2D scan data. The data were collected from a foot anthropometry of 310 female high school students in Gwangju and Jeollanam-do. Left feet and right feet were measured indirectly by using flatbed scanner. The sole anthropometric measurements consisted of 24 items. The results of the investigation into the differences between left and right feet soles by the 2D measurements data indicated that there was no significant statistical differences in the length of items. The left sole had higher values than right sole in the width items and angle items; however, the lateral side of the right feet projected to the outside more often than left feet. In analyzing foot sole of female high school students, the shapes of sole were classified into three types. Type 1(41.94%), Type 2(36.77%), Type 3(21.29%). The most characteristic sole type for female high school students was Type 1. Type 1 referred to a narrow foot width with little or no curvature of the toe. Type 2 represented the longest foot, with foot width shown as a spacious and distinctive feature in width at the medial area of the foot. Type 3 represented the shortest and widest of ball width, gathered inside toe 5, and lateral side as the most projected among the three types.

Vibration Analysis of Wedge Type Bar by Ritz Method (Ritz법을 이용한 쐐기형 봉의 진동 해석)

  • Park Sok-Chu
    • Journal of Advanced Marine Engineering and Technology
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    • v.29 no.8
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    • pp.877-882
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    • 2005
  • This paper discusses the lateral vibration of a bar which has its tip free. The uniform bar has a solution by summation of some simple exponential functions But if its shape is not uniform, its solution could be by Bessel's function, or mathematical solution could not be existed. Enen if the solution of Bessel's function exists. as Bessel function is a series function. we must got the solution by numerical method Hereby the author Proposes the ununiform beam solution of the matrix method by Ritz's method. and Proposes a new deflection shape function.

Transverse Flux Linear Induction Motor for New Type Urban MAGLEV (New Type 도시형 자기부상열차용 횡방향 자속 선형유도전동기)

  • Cho, Yun-Hyun;Lee, Jae-Bong
    • Proceedings of the KIEE Conference
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    • 1993.07b
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    • pp.997-1000
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    • 1993
  • This paper proposes the linear induction motor with salient poles, transverse flux and the secondary aluminum conductor for a new type urban MAGLEV. Compared with the more usual kind of linear induction motor with longitudinal flux, TFLIM have flux paths tying transversely to the direction of motion. This shortens the magnetic circuit and produces the thrust, the attraction force and the lateral stabilization force simultaneously. Owing to these electrodynamic force, TFLIM will be usable to a new type urban MGLEV.

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Calibration Method for the Panel-type Multi-view Display

  • Kim, Jonghyun;Lee, Chang-Kun;Hong, Jong-Young;Jang, Changwon;Jeong, Youngmo;Yeom, Jiwoon;Lee, Byoungho
    • Journal of the Optical Society of Korea
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    • v.19 no.5
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    • pp.477-486
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    • 2015
  • We propose a novel calibration method which can be applied to all kinds of panel-type multi-view displays. We analyze how the angular, the axial, and the lateral misalignment affects the 3D image quality in a panel-type multi-view display. We demonstrate the ray optics simulation with a 3-view slanted parallax barrier system using pentile display for the quantitative calculation. Based on the analysis, we propose a new alignment pattern for all kinds of panel-type multi-view displays. The proposed pattern is sensitive to all of the angular, the axial, and the lateral misalignments. The high spatial frequency images and on and off alignment in the proposed pattern help observers to calibrate the system easily. We theoretically show the generality of the proposed alignment pattern and verify the pattern with image simulations and experiments.

Nonlinear Finite Element Analysis of Reinforced Concrete Columns with Steel Clip-Type Implements Subjected to Cyclic Lateral Loading (반복 횡하중이 작용하는 강재 클립형 연결장치로 결속된 철근 콘크리트 기둥의 비선형 유한요소해석)

  • Yong Joo Kim;Byong Jeong Choi
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.36 no.4
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    • pp.243-250
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    • 2023
  • Both ends of the hoop reinforcement in the reinforced concrete (RC) columns subjected to lateral loading must necessarily be bent by 135° so as to ensure a sufficient level of ductility. However, as this reinforcement is extremely difficult to construct, this requirement is often not satisfied at construction sites. This study entailed an experimental investigation on RC columns subjected to cyclic lateral loading equipped with steel clip-type implements that were developed to replace the complicated 135° hoop reinforcement details. Four RC column specimens were manufactured, and the main test parameters included the use of high-strength concrete and steel clip-type implements. Furthermore, three-dimensional finite element models were employed to evaluate the structural performances of the test specimens via nonlinear analyses. The results of the test and finite element analyses indicate that the RC columns with the steel clip-type implements exhibit structural performances equal to or better than those with the 135° hoop reinforcement details. Further, the finite element analysis results agree well with the test results.

A Development of Small-diameter Composite Helical Spring for Reinforcement of Optical Fiber Jumper Cord (OJC) (광점퍼코드 (OJC) 보호용 미소 직경 복합재료 스프링 개발)

  • 윤영기;박성도;이연수;윤희석;이우일
    • Composites Research
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    • v.15 no.4
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    • pp.17-22
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    • 2002
  • Small diameter composite helical springs (CS) are developed using a hot plated mold for reinforcement of common optical fiber jumper cord (OJC). The outer diameters of the springs are about 2 ~ 3mm. These springs are inserted into the OJC to protect the damage of an optical fiber from the sudden lateral load. Two types of CS, Yarn type (Y-type) and Band type (B-type), are manufactured to compare the effectiveness for the damage protection. The experimental works were conducted to check the effect of the CS covered around OJC on the mechanical and optical properties. Experimental observations show a considerable effect on the flexural resistance, hence slowing down the deterioration of the optical power by the internal damage of the fiber. Obtained main results are as follows: (1) Y-type CS has better protection abilities to lateral loading than B-types. (2) Compared with bare OJC, CS-OJC has less power loss under the loading. (3) OJC covered with the composite coil spring has a possibility for a practical usage with full fruits.